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HomeMy WebLinkAboutMiscellaneous Plans 2005-11-18 . .. .. .. . ......... . . . . . . . . . ..... .. .. . . .. . .. .. ... . .. . . .. . . . . . . . . . . . .. . . .. .. . . . . . . ... ... nf:y OF SPRINGFIELD . . . . I . ~evelopment Services Department Building Safety Division ... . ...... .: .. . . . :.' : 'R~sia~l1.tial Plan Review . . .. .. . . . .. . .. ... . JOB ADDRESS: 1995 Scott Rd CITY JOB#: C0M2005-0l55l OWNER: Vernon L. Rogers PHONE: 747-0454 CONTRACTOR: Steven Hollis PHONE: Items listed below (if any) and those marked in red directly on the approved permit documents are inev.l'u,,,;oo into this project in addition to any requirements appearing on the construction plans and the City standard document entitled "Single Family and Duplex Construction Most Commonly Missed Items". A ev""~l';lDding number is marked on your plans for any items listed below where applicable. All references are to the 2005 Oregon State Residential Specialty Code, (2003 International Residential Code as amended by the State of Oregon unless noted otherwise). A copy of this code may be obtained from the Building Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-5986 Your signature on the Building Permit is an a&""uoent that all items will be installed or corrected, and that all work on this project will comply with applicable codes. ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF ANY OTHER ORDINANCE OF THE CITY OF SPRINGFIELD. PLANS REVIEWED BY: 1. Provide net free attic ventilating area. not less than 1\150tb ofthe area ofspace ventilated, except that the total vent area may be reduced to 11300 oftbe attic area when 50% ofthe required area is provided at the eave and 50% within 2' ft oftbe ridge. ~. 25 T.17S. R.3W. W.M. E" COUNTY I DATE ......... ~~,g:J RECTlI'T lMAOC ~~/aj PUt 7..00 lNfO 74Oi! 9/17/03 ""Ciils. VOl lHmo uoa =j LCAH1"J LCAH1'S1 ' 17 03 25 SPRINGFIELI NAD 83/91 "LE 1. = 100' SEE MAP 17 03 25 31 :r. "~. . J!!'!7'" _''2..& 4200 ~; ~.. . _ _ _.. ! ... _ . aI2..a' .....:L" N.N~. ID2A8Z' N. "r.~'JV. '~'" .... ~ Cor. EID . ~~*-JV.' ..... . . f-ee .... .. . . ...... .. .. . . ...... . .. .. . . .. . .. .. . . . .. . . ...... . ...... . . . .. . . ...... ...... . ...... . . . . . . .... ..... . . ..... . ...... . . ----~~- ------- I 40' .1:0'-<<.., ............... .n .s.690n'.. CN.89....,f!J ~~ ; 100." ....._..i'~..~2..Ti..l U';'''M)1~ .".~,""~r'''-'' .' ~ I ~O I"" 700 800 l 200 ,4001 ,..,\S 9 , I, 't''' 7 ~ ~. !l>. . ) 801 ~ -.. Acxt..~ ()~ '~<( ,<Vt' ~ ~ 800 ~ 111 .TH ~ \ ~ ~ : : ~ ~i:"\ = I~, -t-"- ~y 'Y ~__'~. 460'15 ,~~S~d' ['''d' '= .~ 1': .IbUI "T: M/.U,I, ~ .uu.u . ~ ~~~-=-i/,~ 14001300 1200!1100 1000 .. . . ~ '1:_ q $ 1 ! . ,- ~ #J>' -.-11 7f1S..... LOTTED ON MA~ 11-03-25-4-3 CANCELLED 2100 ' 2101 2701 3400 4000 4100 4400 4600 4700 501 5400 5500 5600 5700 5800 5900 6000 6100 7300 7500 8100 .. " . ::: 2 300 , . ~ .... '0' ..... p . ~ ~ ~ .~ ....,. t ":: f 'i";~~':'''' ~OTTT -- r-- <10' a 11800 's 1500 ?4 . I 1700 o . I ....1 "'!$ I 1800 1 I- I I 1900 ,- I I --: l~.s?'1 11$. JI' U. ;, ~2W1 .~,...... I ... _ _ _ ==- -I"'~ _ _ _ U"~:"'" _ _--t- p.. I~~"':" r ,PA,*-r ~ ~ ~. _"~."'4' -I~ ~ ~ 2400 ~ 2300 ; 23()" . ~ ~ ~ ;0:: ~ \ ~ROAD I, t 3 # ",,' ... '0 2000 . -- ---, 2W9 H' . ~ TAX ~. ~ , ~ "0' ~---:;J ) -:.-i- .! / ., -' ~r I ~ f . .. 3~ ... , - , Job Name: RODGERS ---:rrussID: RGS~A eRG X-lOC REACT SIZE REQ'O TC 2:.:4 OFl #1 1 0- 2-12 1572 S. SO. 1.68~ Be 2)14 DFl II '2 ]1- 9." 1512 5.50. 1.68~ WEB 2)14 DfL STAHtIAAO aRG RfQlJIR04EHTS shown are based 0Hl T W[[X;E Z1l4 OFl 11 on the truss uteri"l at each bearing GBL au h4 OFl STANDARD AAX DEFlECTIQH (span) : THIS DESIGN IS THE COMPOSITE RESULT OF l/999 IN MEM 8-9 SllVE) MULTIPlE LOAD CASES. L- -0.32. 0.. .0.22 T_ -0.54- loaded for 10 PSF non-concurrl!f'lt BelL. CI~~IQ.L~I"':'~!/unltS!Wt) 0.1 l'Iay use adequate staples for gable bloch. 1-2 _nllOl.lS I ui 1.601 0.91 BUILDING DESIGHfR JIllST VERIFY GA8~E l~DS! 1.) -1119 I.IS 1 llS 1.60 O.TS [..1 9able bracing required' SO. lntervals. )-4 .2119 LIS I lIS 1.60 o.n Huposed to Wlnd load ap~lhd to face. ".s -niO l.1S 1 Ul 1.60 0.91 See -General c..b1e Details. (002065035. Du;g:ned PilI' ANSI/TPI 1-2002 This desi9" does not account for 10"9 te,.. t;~ dc-pendent loading: (creep). BU11ding Designer lllU5t account for this. Rd~r to Joint QC Det.il Sheet for Mui_ R.ot.tio~l Toler.nce used IRClIBC truss plate v.lues .re ~sed on ~~t~~Iir~I.~~O:~~ ~:~~~~r~~ ~af~~b}~O] docUllll!nts such as 100 11601. PlAnt(; BASEO ON GREEN lUJlCBER VALUES. .. ""'rT lUST"'''') (SI ,-, -1101.601 29H l.B~ 0.11 ,-, _421.601 19U l.1S 0.10 .-, -421.601 19U I.IS 0.70 '.10 -1101.601 19H I.U 0.11 ... ~d~ii~ ""r!'" H 1)51.60 0.11 .-, ! .71 t.B 0.19 .-. 17) l.B 0.19 ,., .n'(1.n}! HI 1.60 0.11 ~ ~~u!.~ll:=~Oo&'~~~.2;;~~~H~~~~o~~~Jlt~~~~~(M\ W ARNINGRead all notes on this sheet and give B copy of It to the Erecting ConlTBctor. ~ T,.."'"""".......__"'-'O-...................,..... 1I...__on____~..,.____......,,___ ~" ...:ldorw..~wII>u._..._dTPt_AFP..dnQnlll~ '*'.....-.,._b'~_-=v ~ _ ..1O...~toy...~......,..____tIu-.;~prU...I.c.nc.l.". n.bI.-.g~___"'_ u1_on"""~_........,he~__..,...._~___lWl......,poc.l:.... 0.""'0"-......_......_ MOSHOFSKY .1al.....,llO'.......,...."""...lIoor_..'*'lI_lho-.._._...,llO'_..,..f1OKI_el?W'o9_dr~..-......._ ...,.... &........_.b'_..-'oI-........__--,IO-..c.llucl<llrO....,. T"""""-__",~",,, ~~('V'.."VJ TRUSS ._IheI...eanelhe..-...__oI..._...._'~_ca>ee~.,.._ F..,..._.r>Il'" 4415 N (h Ie 0 _....,.IIw._..~"'"'...-..gIl__.__CllftrIQOo1.ooIRep:m..._..cUpuII.......T...-_. Co 0 Sg~,ng~~ COril0901 .-'HSlITPll'.WTCA1.._T.....Coo.n:IoI~Sl-.d0n0;n '1MlOCNGCOMPONENTSNETYINFORMo\TION'. CBCSI '.C3I_'9CSI SIJUMARY SHEETS'..,.WTCA...:l lPl 0. l....PI-'e 1nIIl_ (TPI)__" 5llJD'Qrdno~.~ TRUSPLUS 6.0 VER: T6.4.1w-...S:l7l0 n.~F__~_.".(AFP"I"_ed"""1l1l~StteeT._.SIellOO.W~OC2OO3ll ,- Qty; 1 UPliFT RU.CTION~S) : Support a.c WInd Non.Wind 1 -l]]lb 2 .l]]lb This truss is dni9~d using the ASCE7-02 Wind Speclficat.ion Bldg Enclosed.. Yu. llIIpOrtance Factor _ 1.00 Truss location.. Not End Zone Hurricane/Ocean Un~ _ No Exp Category .. B Bld9 len~th _ SO.OO ft. Bld9 Widt.h.. 20.00 ft ~~\~nd.~~i~~u;an~e:8l>e:~'t:~ .. lO~~ psf Desi9ned as 'bin Wind Force Resistin9 5ystelll .nd CllqlOnenU and Claddin9 TribuuryArea_64 sqft . . ...... .1... . . . .... . . . . . ,... . . ...... . , .... . . . ...... .. . . .... . . . . ...... .. . . . .. .... . . . .. . . . .. . . . . . .. .. . ...... ;... . . . .. . ~1 .... ., . . ~... .... .. '. ... . . ..... (un: ROOGERS WO: Drive_'-rgsl_lOOOO6_JOOOO3 Dsgnr: 'lC _ 34 WT: TC live 25.00 psf DurFacs l-1.15 TC Dead 7.00 psf Rep Mbr Bnd Rep Mbr COIlIp . BC live 0.00 psf Rep Mbr Tens BC Dead .10.00 psf O.C.Spacing Design Spec OEFl RATIO: . TOTAL 277' P_1.15 1.15 1.10 1.10 2- 0- 0 IRe-2oo3 Ll240 TC: Ll241~ 42.00 psf ~ ~7------- Job Name: RODGERS Truss 10: RGS-B Qty: 6 BRG X.lO( REACT !IIZE REQ'O 1 0- 2-12 19]2 5.50. 2.06R 2 31- 9- 4 19]2 5.S0R 1.06M BRG REQUIREMENTS shown are based ONLY on the truss IUterial olIt e.ach bearinG MAX DEFLEOION (sp.an) : L/66Z IN MEM 13.14 (LIVE) l. -O.5r ~ -0.39- T. -0.96- ClITICAll'€le[l~as: TC aw'!"'-ll T~.(llM.) CSJ 1-1 -4S40 I.U I 0.66 2-) .)9291.U I 0.91 )-4 .)5161.UI 0.13 ;:: ~ :mun g:: 6.7 _U16!1.Ujl 0.'3 7-1 -)9291.15 1 0.91 1_' _4!\.40 J.U I 0.66 ac CCM'.(00R.)f TENS. -(g. CSI 10-11 1 4282 I.U 0.82 ll-U I 42" I.U 0.11 tl:~ ~ mJ U~ g:~ 14-15 f 42" I.U 0.70 ll:lf ~ :m U~ g::~ 2.4 OFl 11 21'6 OFl S5 Be Zx-6 OFl Il Zlf6 OFl 55 WEB h' OfL 5TANOAA:O TIE SlAM 2x-4 DFL STANDARD ATTIC WB 21'4 OFl STAHOAAO lumber shur .l1~bll!s are per NOS. Attic rOOlll load. 25 psf. plus any added lo.ads indiuted. RoM Ll Defl. is l/l60. IRC/18C truss ph.te values Ul! bued on testing I.nd approv.l iU requtr~ by IBC 110] ,Jnd ANSI/TPI and are rl!port~ in .aVAilable dCKUlIIents such as leBO 11607. PlATING BASED ON GREEN llPmER VAlUES. T( g Web bradng required at euh location shown. W See sundud deuils (TXOI031ool-ool rrvl). U[PMJ_PlATE P()NITOR USED-See J01nt Report" Designed per AHSl/TPI 1-2002 This desi;" does not acCOtlnt for long u,-. ti. dependent load;n; (creep). BU11d;ng Otsi;ner IIIVst account for tMs. Reff'r to Joint QC DeUi 1 Sheet for Kllli_ RoUtion.l1 Tolennce used THIS DESIGN IS THE ({)CPOSITE RESULT OF I'IUlTIPlE lOAD (MES. lO.lded for 10 PSf non-concurrent BelL. One rCM of cross bridging (X-bncing) lII.Iy be rfqUired.lt centerhne of rOOll per NOS. Attic co11.1r tie r"quires bunl br.lcin; :~~o~~~; ~i:ci:~l:~s t~:t:dn:~h:~~:)~( or rigid sheathing is required. UPlIFT RlACTIOH(S) Support C6C "'ind Non....ind 1 -11b 2 -11b This trun is d"sign"d using the ASCEI-02 Wind Speclfiution Bldg Encloset! - Yu, lmporunce Factor . 1.00 Truss loution . Not End Zone Hurriu.nejOceoln Line _ No I [lip CoItegory . 8 81dg length. 50.00 ft. B dg Width - 20.00 ft "un roof height. 10.83 ft, lIlph. 85 TPI Sundud Occupl.ncy, Deold load _ 10.2 ps( ""'1nt'd .as JlUin Wind Force Resisting Synea MId OIIlPOnents .Ind C1.Iddill9 Tribuury Are.l . 6" sqft _u_____ulOAD CASE 11 DESIGN LOADS u_u__nn___H air L.Plf L.loc R.Plf R.loc ll/Tl Te Vert 8".00 - 2- 0- 0 84.00 0- 0- 0 0.19 TC Vut 6".00 0- O. 0 64.00 10-10- 4 0.78 Te Vut 8.4.00 10-10-.4 84.00 U-I0- 1 0.60 Te Vert 6".00 U-I0- 1 64.00 18- 1-15 0.78 Te Vert 84.00 18- I-IS 84.00 21- 1-12 0.60 TC Vert 64.00 21- l.ll 64.00 ]2- 0- 0 0.18 TC Vert 84.00 ]2- 0- 0 84.00 ]4- 0- 0 0.19 Be Vert 10.00 0- 0- 0 20.00 10-10- 4 0.00 Be Vert 70.00 10-10- 4 70.DO 21- 1-12 0.63 Be Vert 20.00 21- 1-12 20.DO ]2- 0- 0 0.00 4-6 V 20.00 13-10- 1 20.00 18- 1-15 0.00 . . ...... . 2-S. S-8 12-15 """.l....j' -l39 LIS 1 -97) LIS I ~ :~~;~~:m~ """.l....l' .4S6I 1.15 1 -4S68 LIS 1 ([JIIP.(WA.)f , TDtS.M. (s1 471.U 0.01 17' 1.60 o.n I2'01.U 0.36 8211.15 0.36 17' 1.60 O.H 471.1.5 0.01 TEHS.(IUL) (SI 0." 0." T~i~~d o~J ... l.ll 1-1) '.U 7-14 a.14 1-16 " 4-11 u-. ~ u-, -' N 6-0-0 4-10.4 .3-5-1 .; ~~~~ ~~~ 6-0-0 6-0-0 10-10.4 '14-3-5 32'()'() ,A.I1.tl .A.I1.tl 2 3 4 ., . 6 9 r.:oo r.:oo 10-12 -4.001 -4.001 4-12 4-'2 2-4 l' 2-4 7'" 7'" 4;'l-O '(1.(1 n ..... . . ..... .... . . . . . . ...... . ...... . . . . ...... . .... I. . . . . . ...... . . . . .. .. . 1 ~rx .... . . . .. . .. . . .. .. . ...... . . 6-: ,11 .. SHIP ..' . . . . ..' . ....1. . . . ..l 0-3-15 3-. S=8-6 S=6-6 2-4 .~ :l?.tU"I ~ '" " 12 13 14 '5 16 17 1 6'()'() J 4.10..4 i 10.3-8 1 4_10-4 I 6-0-0 6-0-0 10.10-4 21-1-12 2fi-O-O 32'()'() TYPiCAl PlATE: 3-ll II:JlPI~!l~ !!t'~~ '.P'J,1tr.> I 9/16/2005 ~1~~~~o&'I~:S~a.;~~~Ir~~~o~Jl:d-~~~~~~e} WARlVllVGRead all notas on this sheet and give a copy of It to the Erecting Contractor. TlIiIIdesQnltlol"'~buIl!k1OlXlfTlCIlIMIIIlIOI~sysI8m..hn'-"ba.-lon. II'IMIedbVlheCXlfT'Clllnl!'l~ wd~"wmodance""'lheCUTenl--...dmwd~PAdnion~. No~IlI_""~~. Din'enIoont _1D1:e~brIhllCDl'll(lCl'l8O'~...sIol'~IrO~pUlD~.The~~muSI____~lI'eb8ds lAIltnldon...lkal;n.....D'..ceIId..badlngimp::l..:lb,lI'ebc8l~CIlIdlIwdll'e~~. ThlclnlO"_~"q,dDll "~brac;.dbr""mofD'IWr"'-"*'lIwdll'e~~.~bracedbV.rtglcl......,............,dQcItyMlad'ed, .........- ...-:I. BrKir4lsr-n.""laIItfaItuppOI'Idc:omc:Orerurrembeo'lonl'\'lDfeducellud<llllg~. ThlIc:omporeIlI......lIOIblICJIao;llIdIn...,. ~~_ca.-theIl'lOl:ltl.nCl)rlllanld..,._ID..celldl~_ea.-CD'n!ClOr~awrosion. F~............. wdbr_lI'IiI....irl~wIl'l.."*'-"'a~....IDrlwd(:ullrogOMalFlep)rll'~..~IfoInT~___. 'AHSIm'lI'. WTCA "-Wood Tn.aColn:tdA.rrleftcll SUrda'd0nla" . 11. 'IlI..ll.DWG COMPONENT SAFETY ...QA.....nOH'- (BCSl1.(l31_1ICSI SUMMARY SHEETS'b,WTCA _ Tl'I. ThI Tn.a....InSIIl.Ie(TPl}.bc-.:I.. $8JO'OmIrio D<toe. MIldilon. ~~371' ThlAmeranF__p...AaodiIllOnIAFPAlillocnld"llI11"'SlIwI.PNI,S.!IIOO,wH\'llI'IQb'I,OCl'OO3$ Cust: RODGERS WO: Drive_'-rgs1-lDOOOG_JOOOO3 Dsgnr: #lC - 44 WT: 2261 TC live 25.00 psf OurFacs l-1.15 P-l.15 TC Dead 7.00 psf Rep Mbr Bnd 1.1S Be l,.ve 0 00 f Rep Mbr Comp 1.10 . ps Rep Mbr Tens 1.10 BC Dead '10.00 psf O.C.Spacing 2- 0- 0 Design Spec IRe-2003 TOTAL 42.00 psf DEFl. RATIO: l/240 TC: l/24 ~ MOSHOFSKY ~ TRUSS 4445 Nor~hp~rk Dr. Co1o 5pnng5, CD 80907 TRUSPlUS 6.0 VER: T6,4.1 .( r' / Job ~lllme; RODGERS BRG ll.-lOC REACT SIZE REQ'O 1 0.2.12 ')64 S.50~ 1.50~ I 7- 9- 4 336 5.S0. 1.50. BRG REQUIREMENTS ShCMTl ,ir@ b.as~ OHl Y on the trun IUteri.ll ~t euh be.ring IIIAX OEFlEOIOH bp.ln) : l/SU IN "EM ]-4 (LIVE) L. -0.17- 0- -0.11- r.. -0.28- MAX DEFLECTION ([.nt) : l/S09 IN "EM 4.0 (LIVE) L- 0.01- 0- 0.01" r. O.OZ- Cl.lTtCALIII[MllU~C[S: Te CJ:M>'l"""jl fENS'!""'j '" 1-2 .111.151 'Slots 0.72 2-0 -s l.ll 1 01.15 0.00 )~ m:.-'lOS~60l~ T~iS~~ o~~ ".0 Oh.60 I Oh.60~ 0.00 2~ ~i~~l.iH T~f~60i o~~ Truss 10: RGS-C Te h4 OFl II Be h4 OFL 11 \ltB 2.." OFl STANDARO Refer to Joint QC Det.lli 1 Sheet for lU..i_ Rot.ation.al Toler."Cl! used IRc/roc truss phte y,Ilues .,e bued on testing ilnd .approval as required by IBC 110] and ANSI/TPI ."d .Ire rl!ported in .lIv.il.tble docUIIIC!nts such .IS leBO 11601. Designed per AH5IITPI 1-2002 This duiljn dou not .account for long ten:l li_ dependent lo.adinljl (crup). 8U110i"9 TH~stJ~~&~~tT~~C~~Et~~~UlT OF ~lTIPlE lMD CASES. PlATING BASED ON GREEH LUMBER VAlUES. 8-<><> 8-G-O 2 r.:oo- 2-1 -15 2-1 -15 __0~15 ~ B2 B1 ,.tl.tl B-ll.tl .i i 3 8-G-O 6-<l.o ~IJG~~ni\1::~ol!:'~~~~;~~~M~Jbre~.ID':rto~J:;~Wlea.~P~~~~~e) W ARNllVGRead all notes on this sheet and give a copy of It to the Erecting Contractor, ~ Thlscleslgrl is lor.., InllMfuafbuilclInQCDIIlJIOt'8'lII'ClI_syaem. IIlat8enbaIMIOll. pID\Ildedbylhecomp:lll8lllrn.arUactInf ~ ==.:.::::=::::....cu::.:====~:::::.~~-=,~~::==~ tdu(lan"'dn90mnlo"u~lI'e~ingimpole(l by..... ~bAding__ ..-4..........~ n.llinign _1hM1he IOpd'Olll MOSHOFSKY ls~lncedbyIheIaol'OIllo01lh1!.rq.-.:lIl'e~dlonlll~lncedby.rVkllhl!.rq~lSndIy-.cr.d. LPn$orh8lwlse """'Cl. BrldnO-'-'''Ior'-'alllCIPOf'lof~......an~''IlIdut:e~1ttVlf\- Thls~IahaII'ClIt.IlIxed""" Ct:<'~'i TRUSS ~~"'ca.-Ihe~~ofll'ewood"ezoeedl",.a.ooo___pIIII8~_ FD1cD.h.-.:lIe.~ 4445 N th k 0 .-.:lIlraCl!IhiSIruDInKall"dancew'Cllh~~"JoInIrdClltllf1ll~~~"OIA;lul,"""T..-allOftwate. Cola 50~lnP~~ COrS0901 'AHSlfTPll'.WTCAI'-~TI\lISCoundof"mencaSt3ndanlDesign. .'9IJll.DlNGcouPONENTSMETYINFQRMATION'_ p 9 ,(9CSi 1-03) rd 1lCSl SUUMAAY SHEETS' by WTCA.-.:l TPI. ThI Truss PIaIe IMldlAIlTPIlia toc.-.t aI seJ D'0r0In0 DrIve. M8::!iSOn. TRUSPLUS 6.0 VER: T6.4-.1".W~~J71I1.ThI~F_""P_"'_I"'FP"')iS__.'11l1Ql:fts.-._.SaellDO.Wnl*oglon.OCZOOJI Qtv: 19 UPlIFT REACTION(S) Support C&C Wind Non-Wind 1 -U1lb 2 -82lb This truss h designed usi"9 the ASCE7-D2 W'ind Speclfiution Bldg Enclos~ .. Yes. Il:lPOrunce hctor .. 1.00 Truss lout ion .. Not End Zonll!! Hurd (~ne/OCun L i nil!! .. No E.p Cnegory .. B Bldg length.. SD.OO ft. Bid; Width.. 20.00 ft "'e~n roof height.. 9.34 ft. n:ph .. 85 TPI Sund~rd ()(cup~ncy. De~d Lo~d.. 10.2 psf Designed u ~in Wind ForCII!! Resistin; Systt!CI and C~cmenU ~nd Cladding Tribuury Are~ .. 16 sqft .... . . . . . . ...... .... . . . . . ... . . . ...... .. .c .. . . . . . . .... .. . . . ...... .. . .. .. .. .. . . . . . . .. . . .. . .. .. . . . .. .. .... ,. . . ... ...... . . . . .. .. . 3-; 11 SHIP ...... . . .. ' ...... .. ,UPlf!A!'lJ!! 1J!,!~..:.1jIfJ'~ I 9/15/2005 Cust: RODGERS WO: Orive_'-rgs1-l00006_J00003 Dsgnr: f:lC. 41 WT: 381 TC Live 25.00 pst DurFacs L-l.lS P_l.15 TC Dead 7.00 pst Rep Mbr Bnd 1.15 Rep Mhr Camp 1.10 BC Live 0.00 pst Rep Mbr Tens 1.10 BC Dead 10.00 pst D.C. Spacing 2- 0- 0 Design Spec IRC-2003 TOTAL 42.00 psf OEFL RATIO: L/240 TC: l/24 .~o -""" g; ,(j "'-"' f1 e' J " , 0, - " .p) " ~ r- r- " ~ "" . r- 0'00- '" c>:::c>: ...ioO _ u . 8f1:):9 " dV'lt! " U& 00 !!i-'f! ::!: Co '" ~ ..,,- , - i . i 1 l 11 \\., ~~ ~- ___A' v' :'::; .. . . . . .. . . .. . . . . .. . . .. . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . .. . . . .. .. . . . ... . . . . . . . . . .. . . . . . . . . . ... . . . . . . ... . . . . . .. .. . . . .. . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . ~ J ~l 1- " ~ ....A_~___~=.~--=-~ _____ -- .------.- L I I "-.::.~'I(,...+,- ,- , - ----. - N'"yv ,'Z-< ,A<;I~ ,~,~~ }~,!: ~_ L_ , -- l_ '--1- --- ...-1 ! 1;~(, oVri.f1.,.f:;lHA;f /1--- I / r i ~ _I -.. , , "Jb 1VoF:Hf ,fUJrVt Y(~y..( !Jo~' - E..-N":n1~ I - ~lJ<(lfJfU2.e.-'D _~ J' -l / I N.t",,. I '1'....J~ Hc7"'~'(.. -nz.... C;, 0;. - - ...... , "- : .......... ..f:p(TZ. 5,/'2.$'1-12 GW LAM J I .\ ,........J. '1"..'1-10 /P- -'2-~1( R.Ct?A~ r;/LV I. I~ NJf.Y'f I 11..- ~U-- , ...... :, (Y.. 3 ~/....'f vJ/'t 1f:'f'f!-f~~ ! ---..,.--~-..,.;~~.,. ~ .~~ ~~ ,....e..''',''', -'-lIU-,,'n"\J)V-"""-1,'.JP ;W,.,;, ~.'" 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